JPH0645517Y2 - Small-diameter pipe-propulsion earth removal device - Google Patents
Small-diameter pipe-propulsion earth removal deviceInfo
- Publication number
- JPH0645517Y2 JPH0645517Y2 JP3833391U JP3833391U JPH0645517Y2 JP H0645517 Y2 JPH0645517 Y2 JP H0645517Y2 JP 3833391 U JP3833391 U JP 3833391U JP 3833391 U JP3833391 U JP 3833391U JP H0645517 Y2 JPH0645517 Y2 JP H0645517Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- low load
- screw conveyor
- small
- propulsion
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Screw Conveyors (AREA)
Description
【0001】[0001]
【産業上の利用分野】この考案は小口径の低耐荷力管の
内壁が、土砂を搬送するスクリュウコンベアにより破損
するのを防止する小口径管推進排土装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a small-diameter pipe propelling and discharging device for preventing the inner wall of a small-diameter low load-bearing pipe from being damaged by a screw conveyer for conveying earth and sand.
【0002】[0002]
【従来技術】一般に小口径の低耐荷力管の推進方法は、
第4図に示すように、低耐荷力管の先端に先導体を装着
して先導体の先端に設けた掘削刃の回転により前部の地
盤を掘削し、先導体内に土砂を取り込み、掘削刃の後方
に順次接続したスクリュウコンベアにより後方へと土砂
を搬送しつつ、低耐荷力管の後端を押圧して推進を行う
方法が採用されている。2. Description of the Related Art Generally, a propulsion method for a small-diameter low load-bearing pipe is
As shown in FIG. 4, a tip conductor is attached to the tip of the low load-bearing pipe, the excavation blade provided at the tip of the tip conductor rotates to excavate the front ground, and the earth and sand are taken into the tip conductor to excavate the excavation blade. The method of pushing the rear end of the low load-bearing pipe to propel it while the earth and sand are conveyed to the rear by the screw conveyor sequentially connected to the rear of the is adopted.
【0003】推進管として使用される低耐荷力管は、特
に下水道には水理特性や耐食性に優れた塩化ビニル管や
強化プラスチック複合管等の薄肉管が使用される。推進
力の伝達は低耐荷力管の後端に総推進力を負荷して、先
導体と低耐荷力管を押圧していくため、推進延長は、管
の肉厚が薄いために軸方向に負荷できる耐荷力が小さ
く、比較的短距離の推進に使用されている。As a low load bearing pipe used as a propulsion pipe, a thin-walled pipe such as a vinyl chloride pipe or a reinforced plastic composite pipe having excellent hydraulic characteristics and corrosion resistance is used especially in sewers. As for the transmission of propulsive force, the total propulsive force is applied to the rear end of the low load bearing tube to press the front conductor and the low load bearing tube. It has a low load bearing capacity and is used for relatively short-distance propulsion.
【0004】[0004]
【考案が解決しようとする課題】上記した低耐荷力管推
進方法の排土技術では、低耐荷力管内でスクリュウコン
ベアが直に回転しながら土砂を後方に排土するので、低
耐荷力管の内壁とスクリュウコンベア羽根とは、内壁の
下方で常に接触した状態となるために、材質的に弱い低
耐荷力管の内壁に摩耗が発生し、水理特性や耐食性等が
損われ、下水道管路としての適用に欠けるという問題点
がある。また、同一箇所での繰り返しによる摩耗で、低
耐荷力管の破損や切断等が発生することもある。[Problems to be Solved by the Invention] In the earth discharging technique of the low load carrying tube propulsion method described above, since the screw conveyor directly rotates in the low load carrying tube to discharge the earth and sand backward, Since the inner wall and the screw conveyor blade are constantly in contact with each other below the inner wall, wear occurs on the inner wall of the low load-bearing pipe, which is weak in material, and the hydraulic characteristics and corrosion resistance are impaired. There is a problem that it is not applied as. Further, due to repeated wear at the same place, breakage or cutting of the low load bearing pipe may occur.
【0005】このため、低耐荷力管とスクリュウコンベ
アの磨耗を防止するために、スクリュウコンベアを、比
較的強度を持つ鋼材等よりなる筒状のケーシング内に設
置して、低耐荷力管とスクリュウコンベアの接触を防止
する方法が従来技術としてあるが、かなり重量の重いも
のとなり重機等を必要としたり、作業性が悪くなるとい
う問題点がある。Therefore, in order to prevent wear of the low load bearing pipe and the screw conveyor, the screw conveyor is installed in a cylindrical casing made of steel or the like having a relatively high strength, and the low load bearing pipe and the screw conveyor are installed. Although there is a conventional method for preventing the contact of the conveyor, there is a problem that the weight is considerably heavy and a heavy machine is required, and the workability is deteriorated.
【0006】本考案は、上記課題を基に検討を重ね、本
考案を完成するに至った。The present invention has been completed on the basis of the above problems and completed the present invention.
【0007】[0007]
【考案を解決するための手段】すなわち本考案は、埋設
する小口径の低耐荷力管の先端に装着して地中に推進さ
れる先導体の先端に回転自在な掘削刃を設けて前方地盤
を掘削すると共に、前記掘削刃により掘削されて先導体
内に取り込まれた土砂を、掘削刃後方に順次接続したス
クリュウコンベアにより後方へ搬送する排土装置におい
て、前記スクリュウコンベアの外周を覆うように複数本
の連結材とリング金具より構成される防護装置を設けて
なる小口径管推進排土装置を提供する。That is, according to the present invention, a forward excavation blade is provided by providing a rotatable excavating blade at the tip of a front conductor which is attached to the tip of a small-diameter low load-bearing pipe to be buried and propelled into the ground. While excavating, the earth and sand that has been excavated by the digging blade and taken into the conductor, in an earth discharging device that conveys backward by a screw conveyor that is sequentially connected to the rear of the digging blade, a plurality of so as to cover the outer periphery of the screw conveyor. Provided is a small-diameter pipe-propelled soil discharging device provided with a protective device composed of a book connecting material and a ring fitting.
【0008】防護装置は、複数本の連結材である丸鋼を
筒状を形成するように所定の位置でリング金具で固定し
て構成されている。また、丸鋼に変えて中空のパイプを
使用した連結材とすることにより、先導体の方向修正ジ
ャッキ等の油圧配管材や電気ケーブルをパイプ内に設置
することも可能である。The protection device is constructed by fixing a plurality of connecting members, that is, round steel, with ring fittings at predetermined positions so as to form a cylinder. Further, by replacing the round steel with a connecting material using a hollow pipe, it is possible to install a hydraulic piping material such as a jack for correcting the direction of the leading conductor or an electric cable in the pipe.
【0009】[0009]
【作用】スクリュウコンベアの外周を覆うように設けた
防護装置により、低耐荷力管の内壁は連結材により防護
され、スクリュウコンベアとの接触がなく、摩耗や破損
を防止する。The inner wall of the low load bearing pipe is protected by the connecting member by the protective device provided so as to cover the outer periphery of the screw conveyor, and there is no contact with the screw conveyor to prevent abrasion and damage.
【0010】また、防護装置は数本の連結材だけの重量
と軽量であり、防護装置の吊り降ろし作業や設置作業も
人力により容易に行うことができる。Further, since the protective device is light and lightweight with only a few connecting members, it is possible to easily hang down and install the protective device manually.
【0011】[0011]
【実施例】本考案の実施例を第1図、第2図および第3
図に示し、具体的に説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention are shown in FIGS. 1, 2 and 3
Shown in the figure and specifically described.
【0012】先導体5の外殻後端に埋設する小口径の低
耐荷力管6を嵌合し、先導体の先端には前方地盤を掘削
する掘削刃7を設け、掘削刃7の後方には掘削した土砂
を後方へと搬送するスクリュウコンベア8を順次接合す
る。本考案の排土装置は、第1図に示すように、前記ス
クリュウコンベア8と低耐荷力管6との間にスクリュウ
コンベア8の外周を覆うように防護装置1が設けられて
いる。A small-diameter low load-bearing force pipe 6 to be buried at the rear end of the outer shell of the tip conductor 5 is fitted, and a tip of the tip conductor is provided with an excavating blade 7 for excavating the front ground, and behind the excavating blade 7. Joins the screw conveyor 8 which conveys the excavated earth and sand backwards one after another. As shown in FIG. 1, the soil discharging device of the present invention is provided with a protective device 1 between the screw conveyor 8 and the low load bearing pipe 6 so as to cover the outer periphery of the screw conveyor 8.
【0013】本実施例において防護装置1は、第2図に
示すように6本の連結材2がスクリュウコンベア8の外
周を覆い筒状となるように、所定の位置でリング金具3
で固定されている。防護装置1の長さは、埋設する低耐
荷力管6の長さと略同じ長さに製作されおり、1管ごと
の推進が完了するたびに、低耐荷力管6やスクリュウコ
ンベア8の接続と並行して接続が行われる。In this embodiment, as shown in FIG. 2, the protective device 1 includes a ring fitting 3 at a predetermined position so that the six connecting members 2 cover the outer periphery of the screw conveyor 8 and form a tubular shape.
It is fixed at. The length of the protective device 1 is made to be substantially the same as the length of the low load bearing pipe 6 to be buried, and the connection of the low load bearing pipe 6 and the screw conveyor 8 is performed each time the propulsion of each pipe is completed. Connections are made in parallel.
【0014】低耐荷力管6として使用される管材は、塩
化ビニル管や強化プラスチック複合管等の薄肉管が用い
られる。The pipe material used as the low load bearing pipe 6 is a thin-walled pipe such as a vinyl chloride pipe or a reinforced plastic composite pipe.
【0015】ここで小口径の低耐荷力管推進排土装置に
ついて詳しく説明すると、発進立坑側に装備した駆動機
(図示省略)の始動により、スクリュウコンベア8軸が
回転し、該スクリュウコンベア8の先端に接続した掘削
刃7も回転し、前方地盤を掘削しながら先導体5内に取
り込む。先導体5内に取り込まれた土砂は、スクリュウ
コンベア8により後方へと搬送され、発進立坑内より地
上へと取り出される。この時、低耐荷力管6の内壁は、
スクリュウコンベア8の外周に設けた防護装置1の6本
の連結材2により防護されており、スクリュウコンベア
8の回転による摩耗や破損は発生しない。地盤の掘削と
並行して、低耐荷力管6の後端を押圧することにより先
導体5と低耐荷力管6は地中に推進埋設される。The small-diameter, low-load-bearing pipe propulsion and discharging device will be described in detail. When a driving machine (not shown) equipped on the starting shaft side is started, the screw conveyor 8 shaft is rotated, and the screw conveyor 8 is rotated. The excavating blade 7 connected to the tip also rotates and takes in the front conductor 5 while excavating the front ground. The earth and sand taken into the front conductor 5 is conveyed backward by the screw conveyor 8 and taken out to the ground from inside the starting shaft. At this time, the inner wall of the low load bearing pipe 6 is
It is protected by the six connecting members 2 of the protective device 1 provided on the outer periphery of the screw conveyor 8, so that abrasion and damage due to rotation of the screw conveyor 8 do not occur. In parallel with the excavation of the ground, by pressing the rear end of the low load bearing pipe 6, the front conductor 5 and the low load bearing pipe 6 are propulsively embedded in the ground.
【0016】前記実施例の説明においては、推進力Fを
低耐荷力管6の後端に集中して負荷しているが、第1図
に示すように、先導体5の後端に防護装置1を支持する
ように接続して、先導体5の推進力Fを防護装置1に負
荷することも可能である。In the description of the above embodiment, the propulsive force F is concentrated and applied to the rear end of the low load bearing pipe 6, but as shown in FIG. It is also possible to load the protective device 1 with the propulsive force F of the lead conductor 5 by connecting them so as to support them.
【0017】また、防護装置1の任意の位置の外周部
に、空気や液体により膨張して低耐荷力管6の内壁面に
内接するゴム等よりなるグリッパー装置4を装備するこ
とにより、防護装置1の推進力Fを、グリッパー装置と
低耐荷力管6内壁面の摩擦力により伝達することによ
り、低耐荷力管6の後端に推進力Fを集中して負荷させ
ないで推進埋設することもできる。Further, by equipping the outer periphery of the protective device 1 at an arbitrary position with a gripper device 4 made of rubber or the like which is inflated by air or liquid and inscribed in the inner wall surface of the low load bearing pipe 6, the protective device is provided. By transmitting the propulsive force F of No. 1 by the frictional force between the gripper device and the inner wall surface of the low load bearing pipe 6, the propulsive force F may be concentrated at the rear end of the low load bearing pipe 6 and may be embedded in the propulsion without being loaded. it can.
【0018】防護装置1の連結材2としては、第3図に
示すように中空のパイプを使用した連結材2とすること
により、断面力や軽量化の向上が可能となると共に、パ
イプ内に先導体5の方向修正ジャッキ等の油圧配管材1
0や電気ケーブル11を設置することもできる。As the connecting member 2 of the protective device 1 is a connecting member 2 using a hollow pipe as shown in FIG. 3, it is possible to improve the cross-sectional force and the weight, and at the same time, in the pipe. Hydraulic piping material 1 such as a jack for correcting the direction of the conductor 5
0 or the electric cable 11 can be installed.
【0019】推進中、下方の防護装置1と低耐荷力管6
内壁の間には掘削土砂が残留するが、推進完了後、スク
リュウコンベア8や防護装置1を撒去した後、従来使用
されている高圧洗浄機等で土砂の撤去、清掃が行われ
る。During propulsion, the lower protective device 1 and the low load bearing pipe 6
Although excavated soil remains between the inner walls, after the completion of the propulsion, the screw conveyor 8 and the protective device 1 are sputtered off, and then the soil is removed and cleaned by a conventionally used high pressure washer or the like.
【0020】[0020]
【考案の効果】本考案の排土装置により、低耐荷力管の
内壁部はスクリュウコンベアの回転による摩耗等がなく
なり、当初の目的に適した低耐荷力管を提供できる。ま
た、防護装置は、複数本の丸鋼等のみで軽量化されて構
成してあり、推進中に防護装置の吊り降ろし等で重機を
必要とせず、作業性や安全性の向上を可能とした。With the soil discharging device of the present invention, the inner wall portion of the low load bearing pipe is free from wear and the like due to the rotation of the screw conveyor, and a low load bearing pipe suitable for the original purpose can be provided. In addition, the protective device is constructed by reducing the weight of only a plurality of round steels, etc., and it is possible to improve workability and safety without the need for heavy equipment for suspending and lowering the protective device during propulsion. .
【0021】[0021]
【第1図】本考案の実施例を示す小口径管推進排土装置
全体を説明する縦断面図である。FIG. 1 is a vertical cross-sectional view illustrating an entire small-diameter pipe propulsion and soil discharging device according to an embodiment of the present invention.
【第2図】本考案の小口径管推進排土装置示す横断面図
である。FIG. 2 is a cross-sectional view showing a small diameter pipe propulsion and discharging device of the present invention.
【第3図】本考案の防護装置の一実施例を示す横断面図
である。FIG. 3 is a cross-sectional view showing an embodiment of the protective device of the present invention.
【第4図】従来技術である小口径管の推進方法を示す縦
断面図である。FIG. 4 is a vertical cross-sectional view showing a propulsion method for a small-diameter pipe, which is a conventional technique.
1 防護装置 2 連結材 3 リング金具 4 グリッパー装置 9 防護装置支持金具 1 protective device 2 connecting material 3 ring metal fitting 4 gripper device 9 protective equipment support metal fitting
Claims (1)
して地中に推進される先導体の先端に回転自在な掘削刃
を設けて前方地盤を掘削すると共に、前記掘削刃により
掘削されて先導体内に取り込まれた土砂を、掘削刃後方
に順次接続したスクリュウコンベアにより後方へ搬送す
る排土装置において、前記スクリュウコンベアの外周を
覆うように複数本の連結材とリング金具より構成される
防護装置を設けてなる小口径管推進排土装置。1. A digging blade that is attached to the tip of a small-diameter, low-load-bearing pipe to be buried and propelled into the ground to provide a rotatable digging blade to dig the front ground, In the earth discharging device that conveys the earth and sand excavated and taken into the front conductor to the rear by the screw conveyor that is sequentially connected to the rear of the excavating blade, it is composed of a plurality of connecting materials and ring fittings so as to cover the outer periphery of the screw conveyor. Small-diameter pipe-propulsion soil removal device equipped with a protective device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3833391U JPH0645517Y2 (en) | 1991-03-04 | 1991-03-04 | Small-diameter pipe-propulsion earth removal device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3833391U JPH0645517Y2 (en) | 1991-03-04 | 1991-03-04 | Small-diameter pipe-propulsion earth removal device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04108694U JPH04108694U (en) | 1992-09-21 |
| JPH0645517Y2 true JPH0645517Y2 (en) | 1994-11-24 |
Family
ID=31919885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3833391U Expired - Lifetime JPH0645517Y2 (en) | 1991-03-04 | 1991-03-04 | Small-diameter pipe-propulsion earth removal device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0645517Y2 (en) |
-
1991
- 1991-03-04 JP JP3833391U patent/JPH0645517Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04108694U (en) | 1992-09-21 |
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